Research Article
Oct 1967
Inelastic Torsional Buckling of H-Columns
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VIEW THE REPLYAuthors: George C. Lee, M.ASCE, Dah Sheng Fine, AM.ASCE, and William R. Hastreiter, AM.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 93, Issue 5
Abstract
The inelastic torsional buckling strength of axially loaded H-columns is studied. The influence of residual stresses on both the torsional and flexural buckling strength of structural steel members are examined. For inelastic torsional buckling, it was necessary for the residual stresses to satisfy one more equilibrium condition than those that are required for the consideration of flexural buckling. When this additional condition is imposed, the well-known reduction in elastic torsional buckling load due to the presence of residual stresses disappears. It was found that the torsional buckling strength depends not only upon the column dimensions, but also upon the yield stress level of the material.
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Published In
Journal of the Structural Division
Volume 93 • Issue 5 • October 1967
Pages: 295 - 307
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Oct 1967
Published online: Feb 1, 2021
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George C. Lee, M.ASCE
Prof. of Engrg., Dept. of Civ. Engrg., State Univ. of New York at Buffalo, N. Y.
Dah Sheng Fine, AM.ASCE
Graduate Asst., Dept. of Civ. Engrg., State Univ. of New York at Buffalo, N. Y.
William R. Hastreiter, AM.ASCE
Structural Engr., Eastman Kodak Co., Rochester, N. Y.; formerly, Instructor, Dept. of Civ. Engrg., State Univ. of New York at Buffalo, N. Y.
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